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HomeMy WebLinkAbout0121 STRAWBERRY HILL ROAD - Health 2:Straw Strawberry 1 1 L121 Centerville IA E247 — 137. /■fir■■■®■■�■■�■■��■■�■■�■■�■�\ ■rr■■■i■■r■■i■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ im■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ i■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■■■■o■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ i■■■■■■■■■■■■■■■■■■■■m■■■■m■■■■■■■■■■■■■■■■■■■m� i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■M■■■■■■. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■M■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■■■■■■■■■■M■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■ l■■■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■m■■m 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■m■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■m■■o■■■■■■■■■■■■■■■■■■■■■■■■■■■■ l■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■v■■■■■■■■ 1■m■■■■■■■■■■■■■■■■gym■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■Mm■■■m■■M■■■■■■■■■■■■■■■■■■■■■■■■■■m ■■m■■mm 1■MM■■■■■■■MM■■ m■■rgmmmpmms■■m■■■m■m'■■■■■■EEM■ 1■■■■■■■■■■■■■■■■■■1:, �1LLL ■■■■■■■■■■■■■■■■■■■■ 1■■■M■■■ ■■■■■■■■■■ ■■■■■■■■�■■■■■■■■SE 1■ ■■■■■■■■■■■■■■■■ ._ = ..�■■■■■■■■■■■■■■■■■■■� 1■■■■■■■■■■ ■■■■■■■tll�f1■■MIS, C�S■■■■■■■■■■■■■■■■■�� 1■■■■■■■■■■■■■■■M■■■■■M■■■■■■■M■■■■■■■■■■ OMEN SEEN I 1■■■■■■MEM■■■■M■■■■■m■■■■■■■■■■■■■■■■■■■■■MM■m■ 1N■ ■■■■O■■■■■■■N■■■■■■■■ �■ �■�■■MO■■■■■M■■■■E 1■m■■■■■■■■■■■■■■■■■■■■■�■■■�■■■■■■■■■■■■■�■■■■ 1■■■■■■■■■■■■ ■■■ ■�■■■■■ ■■�� ■■■M■■EM■M■M■■OW 1■■■■E■■■■■ ■■■■■M■■■■ 1■■■■■■■■■■■■■■■■■M■■■■■■■■■■M■■MEN ■■�■��■ �■■ 1■NINNOMMEMEMOMMEMME MENEENNOMMENOME mMmMmMMmMMMMmMmmMmmM ME ��■■■■■■ ■ ■■ ■ ■■�■■■■■■■■■■■���■ ■ � �■fie 1■■■■■ ■■■■■■■■■m■M■ ■■s■■M■' 1N■ ■■■■■■■■m■■■■■�■■ ■■EM■■■M■■ ■� ■■■■■■■■ ■■' 1■■■■■■ONE■■■■■■M■■■ ■E■■■■■■E■■ MEN ■ ■■■■�■■!■■■ 1■■■■■■■E■■■■■■■■■ ■ ■■■■■■■�■O■ �S■■■■�■■■���® 1■■■■■■■�■■■��■■■■�■��■■�■■��■■■■�■■■■���■��■sal 1■■ ■■■■■■■■■■■ �� ■ �■■■■■ ■■■■M■E■� ■■�®■■�soI III MOEN 1O■ ■■■■■■■■■■■■E■m■■■■m■■ O■■■NO--- ■�■MEMS 1■■��■■■ ■■■■■■■■E■ ENEM- IMEMEMMEME ■ ■■■■■■■■ ■■■ ■■■ ■�■�■■■■■■■■■■��■■■■■■■■■■: � � ■ ■■ ■� ■�■■■■■■■■■■■■■► TOWN OF BARNSTABLE LOCATION SEWAGE# ZO 1:1 I SO VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Q608),5�Ab'Oa\\ SEPTIC TANK CAPACITY .L(55 LEACHING FACILITY: (type) (size) -500 NO. OF BEDROOMS (A f _ e. Corr OWNER Le.a fla rd �, .Lg n' PERMIT DATE: LQ 1' U COMPLIANCE DATE: 15- P Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachin facility) Feet FURNISHED BY Al= 14,2„ ' AZ-.22 „ 5„ A4=yq, A5=4cg3„ A6-506 4 A' 1 2 6 + C32=3� 6 „ B No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y potation for,MispDBal Opstrm Construction Permit Application for a Permit to Construct(�/ Repair( ) Upgrade( ) Abandon( ) ❑ stem Complete Sy stem y ❑Individual Components Location Address or Lot No. �� S 1�rwwc Yry i 1( Owner's Name,Address,and Tel.No. Assessor's Map/Parcel tl] - 3 7 i1 L e-im 4 r t, c 2 S7' 2 p AJ (R we Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. S a 8-77 l'�l�NG15G0 IWAAES IkG 13-5e- Crow I'llM4 al" Y�2h t� 4,A Type of Building: Dwelling No.of Bedrooms q Lot Size `/& `70 1r sq.ft. Garbage Grinder( ) Other Type of Building R No.of Persons Showers(//) Cafeteria( ) Other Fixtures Design Flow(min.required) Gl yU gpd Design flow provided e,S- - gpd Plan Date Zutt c. 7 '26 17 Number of sheets / Revision Date */o N'e Title 1Z( S f ra I , �c:r r y 14#' Size of Septic Tank /roo Type of S.A.S. !Pao et R l C 6i�sr y� X Description of Soil 5/4-►4J4 16 A C°n q t5 c. S.4atid1- Nature of Repairs or Alterations(Answer when applicable) y pu_1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Signed Date / /I-r Application Approved by Date Application Disapproved by Date for the following reasons Permit No. J Date Issued . ^ .r�(h..,^ �, y �^�p..f �4� , Ar 1`'r . i',, •s •t'• y�'0 v •r;•.•,-�.3.' .. Jr�"'r., . r._ •'i�'f No.�' Fee THE COMMONWEALTH sOF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF,BARNSTABLE, MASSACHUSETTS 2pplicatlon fore bis oSal. 6pstem Construction Permit e s" Application for a Permit to Construct(V� Repair( ).Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components a Location Address or Lot No./,X Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 7 - j 3 , Ilk L.e Y►'" Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel No. S g-7 7u -t I C\ /�C�V�eiseo %sl✓e RE3 /KG ��� �r�� P I/S Type of Building: Dwelling No.of Bedrooms Lot Size ilg� Q© sq.ft. Garbage Grinder,( ) Other Type of Building Res No.of Persons Showers(V Cafeteria( ) Other Fixtures Design Flow(min.required) q4g) gpd Design flow provided 4/57�_ gpd Plan Date -1-vu c. 5' 4 g6 7 Number of sheets / Revision Date #o y'9 Title /,?( SfrA,t,, LevYN l*;d ' Size of Septic Tank /S'oD Type of S.A.S. 5'60 4 ( Description of Soil SArtd y 16 A.!&t �° 4 Ir.$e $A0 Nature of Repairs or Alterations(Answer when applicable) y!eae.1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance`has.been issued by this Board of-He ' � Signe «--- W m Date 4/ X-r Application Approved by Date 7 Application Disapproved by ,'� �A Date ° for the following reasons Permit No. p Date Issued ----- ------ - - - ---- _ _• .--.•- - - - - - --- ---------------- ---•-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliance TIES IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at' .a Srt'•A w F tt kY j'� �� (/L V7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System`Construction Permit N Ae&✓''190 dated (P h Installerr-n.41-5 S rt y R rt C S . ! �" Designer C #bedrooms 4,1 Approved design flow I LI y gpd ,,.The issuance of this permit shall not be construed as a guarantee that the systen will font,, >as de g ed. y , Date t / ,A Inspector n - - - - - - - - - - - -------------- - -- - -----'------ No. ;�7 ".-el , Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal --gipstem Construction �Prmlt Permission-is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at ' S"( a. q lam_, 2 E n and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction rn t be om le ed within three years of the date of this ermit. ��, i Date Approved b r_ .MASS—/. Town of Bitable RegWatery Services Rkhard V.Sea14 Interim Director ` maw, lPublk Health Division Thanuw McKcam,Direcwr 200 Main Street,Hysnniv,,MA 02601 UGf'ic, 508-862-4644 Fox: 509-740-6304 Installer& Designer Certificatiouk Form Date; 9/15/17 Sewage lPernut# Assessor's'Map11ParCeL2 /137 Desigue—Ir BSC Group, Inc. Instaplerr: Kistler & Knapp Buildera,, Inc. Address: 349 Route 26, Unit D Address: 916 Main streot Wane Yarmouth, MA 0267j Acton, MA 01720 Kistler & Knapp On Builders, Inc. was issued a permit to install a (date (instal er) septi:C system at 121 Strawberry Hill Rd, Centerville based on a design drawn by (address) asC Group, Inc. dated Tune S, 2017 (designer) ReviBed 7/7/1 x 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if regt&ed) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.c. —.T greater than 10' lateral relocation of the SAS or any vertical relocation of any cornponeait of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow_ Strip out(if rdgilirel)was inspected and the soils were found satisfactory. 1 certify that the system referenced above was constructed lianee with the terwis the ll\,ar- rs(if apphc able) N�,� r l y q� gRIAN G. YERGATIAIANIL � (Ifistaller's 9Sign tore) " dp q OB p SSrOM AIL-E (Designer gnature) (Affix Des' tamp ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIYISKO . C ICAT E OF C'OMPLIANC1l� oVYli.I. NpT BE ISSUE D LWnL BOTH 7C1EM ED�� AND Ag� BUILT CARD ARE RECEl'YE D BY THE BARNSTABLE PUBLIC HMIM nngl%m0. 1% lumyou. Q;1Scptieu7e4ignerOmifictition Corm Rev$.la-i3•doe £0/Z0 3Jdd S3dtAVi OOSIONVdA LTL6L9V809 90:OT 8T0Z/0£/90 ly-a v A a= 3' j & A6— _ A LA nN I Property Address Map section parcel lot Type of building O 1 Permit uumber (Residential!Cololrawrial) . Number of bc&uuuu / (resideiulal)or square Footage(conumereial) 1`A DUle or la+tvllation Specie)circumtsWd&m: pravia required and Ka.G.P.D.required: t-�1�t7 _. ` Alllrnutive Technology/ pravldcd(('s-T.IJ.) Q.P.D. Vurii nce(s)etc.'.'Please (�tovid'eJ; �•',�j specify LTAR(applicatiou rate) _w Installer Name fC�(ZC15C0�UtJcllr� ��nC , Leaching Facility componem description and dimumions, . .... ......� - - ____ Desigmers Name 5 --- Watcr S1;cricc (Town or well) Iwtf Installer Signature* � :,C�--• Uepth to Groundwater "I.rlsraller's siLualare,above indicates the cyst nl was installed substantially its ptaposcd.114 permit plan and is the installers certiflcadoa as required in Tltic V CMC( Stag Zone'ti? (ytx/uu) 15.02 The septic system tucatiuu TO%be placed on Ltm reverse side, Use two permanent Wall marks(suet as luluse comers)to locate System coulpollonls. These landmarks strould he itletuiacd wU letter,and the system component should bo identified using ouri1be18. At a miniaulm,two septic rank covers,11je d-box,A FOUL'carvers OF 111C ieaching Facility and its ill!q= 04 pOOS rtloet he 00"CISAY measwed From the chosen landmarks, FAWOUT11,MA £0/£0 39Vd S3i'it AVi-03SIONVNJ LTLGLSV809 90:0T 810Z/0£/90 I )'1,41 g ZM MRW 64=�Hixaoala MA DMDl - Dace s�atae:a L' `� C�d TEM v 27—::Zzfp, t oaZ Suitabi 'ty Assessmentfor,Sew, ge Duposal reaftmod�r -' l ftmed r J. figi LOC&7101'T& 9 V •�IYXA ON . I.oeatEmAddrr�a !02 C ��>J bar ���� owaer'aName w�,n rpaeut; Zla�o? 9aglanerYsllame 'lJ o�•sJ'n. Disuccaff= op=WKWBody> R Pcuih WatAsca >foo A -Ddmmnzwawwen Dnlbap Way ?IGCJ it Piwaty Lim >!�J� otbw R • 9J' `CH9(9tcce =PA atmen dam of tot wm Wcadow of tuthalm dcpam tots;lcm wcd sMa Fmdmtty to bnlm). . ".O 41 . aC (-A . • �7 Pat=ttattedalekeologk)v loz.'ul au4"S � Dapihf�Bndtetale > G DaptlrtoG mdwohs:awoftWa=bBalm �� WaeplagifrootPttFitr+� N� . . Siticlated semaaal itgh(bnmdwatw &-Z A— • �E ATxOIY FOR SHA3ONAL 13 1GxI WATER TABLE . MotbastL Ccr D tb obsm�aMa as is obs.holes Im Depdt to rail mottleu la. Indoe Wall EF Reaidla�Date ladcz Waft IgYoi A�.l11Ct�..,.,,..^Imo.QLDt�t riatete3.nYe1,.., F RCOLLUON T= Date Tlma obsetvatiem ' Holm • Dopthcrpma. •f0(o �Q�i 'Cl>�at�' ' Slit hwomkTlmo Q 7Yme ar.w9 sad ft"ask . �� vs tel.(sob}362-4541 939 main street rt 6a 508 yarmouth port fax( )3 62-9880 mass 02675 down cope engineering, itnc. structural design civil engineers&land surveyors April 24,201� Daniel A.Ojate,P.E.,P.LS. Ame H.Ojala P.E.,P.LS. lend court Timothy H.Covell,P.L.S. surveys Andrew R.Garulay,R.LA. site planning sewage system Down Cape Engineering,Inc.performed the percolation procedure and logged off designs test holes on April 16,2014 for 901 Shoot Flying Hill Road,Centerville,in order to determine the suitability of soils for a sub-surface septic system under Town of inspections Barnstable and Title 5 Regulations. We have enclosed the test hole results.No groundwater was encountered during the parmlts procedure. Medium to medium coarse sand was found from about 3' to 11' below grade in test holes 1, 3,and 4. Test hole 2 indicated medium coarse sand starting at nearly 4' down. landscape architecture Based on the results,this site is suitable for the subsurface disposal of sewage. Very truly yours, t< Daniel A. Ojala,PE,PLS Down Cape Engineering,Inc. encl i j j i f j i j I i TOWN OF BARNSTABLE PLAN SHOWING LAYOUT OF A PORTION OF STRAWBERRY HILL ROAD "cart.'ar 1N[Tanl ar a HYANNIS w[rnwo WAD on watx`d2�vC AS �MADE BY THE SELECTMEN Sd/�l t11.40 FEET FE& 24.1967 i jT[1NN b pOd�2W U. [] W I !<IOW D6CCiY[q [ 1-61 •I� E � tka'Mlart � • r'i^ ,.}yn• 21,X 1%• u" my� mn I� w.rr twrr U � LLJ l 1 ! � ✓///i 1 i � YCCIII � 5 j 7 �2� 1 1• 1 ;.ifli � i q,� 1 vt((�"�"' ' j p�////� �7��+�j ! r .�� !r 9 h,'BEe^ 1 1. L„'n`�'l. Q G'""�w4�Prw`i° 2 Imo`5mna ui'R" �[47w'R I i.�tdi-ma � E�9'ia"db�le.rr t 3I,�i8�mrs L) I wma[l!a n[ln s j j i j i i s /a o� y Ai a Ilk— vow"', � 4 „����� '_—______ +'f• — --• g__�`—.-.ten-�aa s. �+ta•�a, �' QZ + � YY!!!!l1111111 a II �®,n Ct�'i�n i p=dFn�ip �O� / j °° rt are L• 1 Yy' 15 '�1'Iucvc .1 o'{, ,,,,E ' .3 Avo�.esZ :21 i i ' U c16 nn _ L.L ;E �m �o o� U S wa ` ,Ike � xwa 00 ¢oF ne i Q `a" z�G let w _ ow o¢a o�w o': w LLU C } 111 wo k F-p.. yw- o b w?C Hangout Meoh/Storage p• i6•- is-z•• - - b . . . . . . . . . . . . . q ro m J F Ike r4Ilk, 1� o � S - Ike -a'r-p• Main House Lower Level Floor T Plan F D ARc a . 5 900 U v MASS. J ■ "`• `R`a^;vas-.�<° 1 U a zo �v a .o I^ 2j J allre o�z O�LL. w M Wo oN Wfn 9 aster Bed, om Living om E Bedroom,,2 N I � b sN Bedroom 3 o _o 4 N s V r-1�" as - q 1 Kitchen Master Path a' 'Cl Bath N m i!� Main House First Floor Plan a �I,- "kC Go 5t1900 � cn c STC!O, ■ - ?>U `ASS. .ti 1 O I' 2' 4' rn a �o wa Up fA vy rfo FF oQs eee mo a"— Na wad ee LL Storage L U) ST eL ARC Main House1 Second Floor P,Ian - 2 `V 1 o 6. 90900 ^,'n i TON _ S � G?� 1 _.. o�� ,. - I , e • i i nn LL I I i i w;a I i " i i UpU I I Wa I z �o 111 xxf z,@ pw i f °1 °Ww - i i i sq� RED CEDAR SHINGLES OVER CEDAR 5REATHER, TYP. I � I I I I I I I I I I I I I V/ FIN.SECOND 1 IN.5EC_OND _ _ 0 LO FOR _._.—._._.— — — — L WHITE CFDAR SHINGLES 1�1 + - OVER CEDAR 5REATHER, I I ,_ _ _,_,_ _, _,_._ _,_,_ FIN.FIR5TFLOOR .— FIN.FIRST FLOOR 1 - 11�1 PLANTED WOOD' WINDOWBOX CARRIAGE LIGHT LOUVERED PAINTED I�1 Main House Front- Exterior WOOD SHUTTERS ! Main House Right Exterior I IWO Elevation Elevation i ® � �> ED APC,',.� 5 c� a 5 . 00 to' O TON, y _ i I r i ! Scale„4•=I-D. PINE ST - 1 ,500 GALLON 2 COMPARTMENT SEPTIC TE LEACHING CHAMBER (H-20SOIL TEST PIT DATA. P 14846 500 GALLON. CONCRE � TANK (H-lDl NOT TO SCALE NOT TO SCALE �L TEST PIT .- TEST PIT _ - GINGER LN. m TEST PIT Al TEST PIT #2 TEST 4" PERFORATED PVC 20" CENTER ACCESS O 70 6 14 15 6 14 15 DATE 6 14 15 DATE 6 14 15 NOTES: RAISE INLET & OUTLET COVER TO W/SCREW CAP TO EXTEND DOWN COVER TO WITHIN 3 m PUTTER LANE DATE .L_ DATE �� 30�9 w TO NATURAL SUBGRADE INCHES OF FINISH WITHIN 3 OF FINISHED GRADE . THE GRD. EL. 31.0 GRD. EL. 30.6 GRD. EL. 30.4 GRD. EL. 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. OBSERVATION PORT) GRADE LOAM AND SEED r- ADJ GW. _N/A ADJ GW. 19.1 ADJ GW. N/A ADJ GW. N/A 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 RISER SHALL BE 18» HDPE PIPE OR ( z r LOADING. CONC. 5" DIA. KNOCKOUT (TYP.) ALL DISTURBED AREAS 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION CONC. COVER LOCUS 6" MAX. 1-1/2" TAPER SHALL BE WATERTIGHT. w p SANDY LOAM SANDY LOAM 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED CONC. 12-36 COVER SANDY LOAM SANDY LOAM f. 4� ,: . .. - 10YR 5/2 10YR 5/2 10YR 5/2 10YR 5/2 WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK I I RISER 7' y 6w 10" 12" COVER. ,-. 2" LAYER OF 1/8" TO B B Z B B 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 0 O 0 0 0 O 0 � 1/2" DOUBLE WASHED CRAIGVILLE BEACH ROAD SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM 4" (](� 0 O O O E� o o ' 0 0 0 STONE ABOVE CROWN 10YR 6/6 10YR 6/6 10YR 6/6 10YR 6/6 • O 0 O== == 0 O7 36» w O [��7 0 t] O OF PIPE w » " " � 10'-6* IJ I�I� I�IJ 24 I� (J I� I� I� \ r " LOCUS M A P. 26 30 30 36 O 0 O 0 0 EFFECTIVE 3/4 TO 1-1/2 NOT TO SCALE EL = 27.9 EL = 27.9 10'-0" DEPTH / O 0 C� O DOUBLE WASHED EL = 28.8 EL = 28.1 _ �0 DO BOO �0 �0 10" - \ STONE TO CROWN 3" d \\ OF PIPE 4' MIN. 8'-6" 4' 10" C 66 C C 50" C LOCATE LIQUID 5'_8. 12'-10" MED./COARSE SAND MED./COARSE SAND MED./COARSE SAND MED./COARSE SAND "(D 4-6 INLET TEE DEPTH .0 5 OVED S TEM22'-10"2.5Y 6/4 ' " UNDER COVER OUTLET TEE FRONT VIEWAROUND SYSTEM2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 5-8 _ W/GA NOTES; TO C HORIZON DAVID J. 138" 138" 132" 132" I BAFFLE 3" SIDE VIEW L1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO WITHIN 3" OF FINISH GRADE. (IF REQUIRED) c, CRISPIN BOT. EL =19.5 BOT. EL =19.1 BOT. EL =19.4 BOT. EL =19.9 3" 968 GAL 484 GAL CIVIL I 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY SHOREY OR APPROVED EQUAL. /� No.32112 L_ 1_ 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. DESIGN CALCULATIONS TEST BY: TEST BY: TEST BY: TEST BY: D.C. ENGINEERING D.C. ENGINEERING D.C. ENGINEERING D.C. ENGINEERING 6" MINIMUM .f Lam\ MW WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: PLAN VIEW 3/4" To 1-1/2" CROSS-SECTION VIEW DESIGN Flow DAVID STANTON R.S. DAVID STANTON R.S. DAVID STANTON R.S. DAVID STANTON R.S. CRUSHED STONE 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: REQUIRED SEPTIC TANK < N/A MIN. INCH �.•- _.•.---33---'�• ��'" � \ 440 GPD X 200% = 880 .GALLONS 6_ �-1 <2_MIN./INCH N/A MIN./INCH --�-MIN./INCH / �\ \ DA D J. CRISPIN DATE SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR USE 1,50o GALLON SEPTIC TANK D. GONSALVES D. GONSALVES D. GONSALVES D. GONSALVES a \ P FESSIONAL ENGINEER + � �,� \ SIZE OF REQUIRED LEACHING FACILITY SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: NS1'59'30 E 206.17 AREA ` \\ \ � DESIGN PERC. RATE: <2 MIN/INCH NA NA 1 1 \ \ \ LONG TERM APPL RATE: 0.74 GPD/SF L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ \ 440 GPD + 0.74 GPD/SF = 595 SF 0.74 G.P.D./SQ.FT. N/A G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. N/A G.P.D./SQ.FT. WOODED AREA\ a \\ SIZE OF LEACHING FACILITY PROVIDED TO REMAIN \ �p SEPTIC SYSTEM \ \ `\ \ USE (3) 500 GALLON H-20 CONCRETE LEACHING CHAMBERS `\ \ IN TRENCHON SIDES. CONFIGURATION WITH 4' STONE ON ENDS AND 4' DESIGN �- ESTIMATED OBSERVED PERCOLATION UNSUITABLE pp �\ \\ STONE SEASONAL HIGH = GROUNDWATER TEST ® MATERIALS \LOTS B a C ��. \ o BOTTOM AREA: 33.5' X 12.83' 429.8 S.F. - GROUNDWATER PROPOSED EDGE - 48,908t S.F. -4 OF CLEARING TP#4 \ SIDEWALL AREA: 2 X (2 X (33.5 + 12.83)) 185.3 S.F. � \ - EFFECTIVE LEACHING AREA = 615 S.F. \ \ ASSESSORS PARCEL to 247-137 / v 615 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED CAPACITY) #121 STRAWBERRY HILL RD. IP#1 \ PUTTER LANE 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY PROVIDED) 'N NOTES: \ \ `-. \ \ a 40 WIDE SOIL EVALUATOR FORM & SIGNATURE ON FILE CEN'1 E l�Vl LLE BARNSTABLE WITH BARNSTABLE BOARD OF HEALTH. \ \\Z ` / 10�2 '� \ LOCUS INFORMATION � MASSACHUSETTS \ � -- 2 \A N CONCRETE CURRENT OWNER: STRAWBERRY HILL ROAD, LLC DISTRIBUTION BOX DETAIL H-20 \ o �- \\ -r � BOUND FOUND (BARNSTABLE COUNTY) o \/ \ TITLE REFERENCE: DEED BOOK 28203, PAGE 74 NOT To SCALE PLAN REFERENCE: PLAN BOOK 600, PAGE 22 REMOVABLE PROPOSED N \\ COVER 6" MAX. ELECTRIC SERVICE ASSESSORS MAP: 247 SITE PLAN i ,. PARCEL: 137 r \ CONC. RISER NOTES: \ 681+ � �� ' i �, ��' PROPOSED 0o GALLON \ \\ ZONING DISTRICT: RB r » 24" 1. PROVIDE INLET TEE OR BAFFLE WHERE \ \ LEACHING PITS \ SETBACKS: FRONT 20 a 4" WALLS 5 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR IN SIDE 10' _ PUMPED SYSTEM. '" PROPOSED / \ REAR 10' Y �•'a: y' . 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX \ ': " DRIVEWAY EXISTING °y\ \ DUNE 5, ZO17 TO BE LAID LEVEL I 0 \� \ �.� i m MONITORING \ MINIMUM LOT SIZE: 43,560f S.F. r r 3. ALL PIPE CONNECTIONS AND CONCRETE t sr. \ � �� IA. \ i w WELL � a 11 r (6) 5 D CONSTRUCTION SHALL BE WATERTIGHT. 0 29 _ e \ \ ? EXISTING LOT AREA: 48,908t S.F. 00 00 24 KNOCKOUTS 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. \ \\ \ o. -'' '~-- O LIMITS OF OVERDIG SECTION VIEW 13" " TYP• 5. CONCRETE COVER SHALL BE RAISED TO \\ \ '"� �'' -'' PROPOSED LOT COVER' 2 280f S.F. 5% WITHIN 6 INCHES OF FINISHED GRADE. . � •: ' � s 4 (IF REQUIRED) SEE NOTES 4 & 5 OVERLAY DISTRICT: AP / ESTUARINE Co 3" NITROGEN SENSITIVE cc --' BOX O .„ -' \ BOTTOM ON LEVEL w EXISTING WATER cc STABLE BASE 6 MINIMUM \ �--~ =' 12� O \ �, MAIN ZONE: NOT A ZONE II \ \ 3/4" TO 1-1/2" PLAN VIEW \ .� \ �'" ^.`. 13-w1 O C CRUSHED STONE \ W \ \ FEMA FLOOD N0. DATE DESC. \ m �G 3 \ \ ZONE DISTRICT: "X", DATED 7/16/14 PANEL #25001 C0564 J N \ GENERAL NOTES \ \ Q w 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE \ Y DISPOSAL FACILITIES, ASSOCIATED WITH A NEW DWELLING AND SITE WORK. SCHEDULE 0 F ELEVATIONS C.O. CATCH \ J w 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND \ a \ � G BASIN \ = BARNSTABLE BOARD OF HEALTH REGULATIONS. \ \ --- \ G `\ \ TOP INVERT FOUNDATION 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE \ WOODED AREA 4" INVERT Al BUILDING 27.57 B-1 \ 4 INVERT AT BUILDING 27.57 B-2 CL 00 PROPOSED LEACHING FACILITY. \ �\ TO REMAIN WOODED AREA M � ? 2�. TO REMAIN \ �\ �.,. \ TOP OF SLAB OF GARAGE 31.00 A-2 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE \ o\ "~ --__ ~� PROPOSED DECK 8 4" INVERT UNDER GARAGE SLAB 28.0 C \ a�""' ---__.. __--- � \ 4" INVERT AT SEPTIC TANK (IN) 27.05 C I MATERIALS. t--- rn�\ PROPOSED BULKHEAD 1 0 `- - --- ___ _- \\ 4" INVERT AT SEPTIC TANK (OUT) 26.80 D N �\ 1 PROPOSED _ 4" INVERT AT DIST. BOX (IN) 26.40 E 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF \ �\ WATER SERVICE .--- \ » `° EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND \ N` BENCHMARK 4 INVERT AT DIST. BOX (OUT) 26.23 F c DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL \ \ __ _ SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 \ TOP OF ELEVATIONS AT LEACHING FACILITY- PREPARED FOR: "'-"' -"M- .......-- -•�`"' CONCRETE BOUND INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A \\ \ ELEV=27.60 o ``` --w~-26 "� .-r- 4" INVERT AT CONC. CHAMBERS 26.10 G (BRKOUT 26.48) LENNY CARR REPRESENTATIVE SAMPLE OF FILL UP TO 45% BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF \ PROPOSED GAS SERVICE IF 1513' PROPOSED 1,500 GALLON 2 PROPOSED BOTTOM OF LEACHING CHAMBERS 24.10 H 8 HILLCREST ROAD +, \ 2 COMPARTMENT SEPTIC TANK OBSERVATION PORT a THE FOLLOWING SPECIFICATIONS: \ \ AVAILABLE AT SITE N,25��3J BOTTOM OF TEST HOLE #2 19.10 J NORWOOD, MA 02062 N 100% MUST PASS #4 SIEVE \ \ SYSTEM PROFILE PP.COm Icarrfkistlerand kna c 10% MUST PASS #50 SIEVE \ \\ NOTE: NOT TO SCALE ~ 0-20% MUST PASS #100 SIEVE \ NO EVIDENCE OF FORMER BUILDING 4" SCH. 40 PVC 0-5% MUST PASS #200 SIEVE \ �-- VISIBLE ON OVERGROWN SITE. L=20 FT. 3 \ \\ EL=A S=0.02 FINISH GRADE -o \ TOP FOUNDATION N 6. EXISTING UTILITIES WHERE SHOWN ON 111E PLANS ARE APPROXIMATE. THE ENGINEER DOES \ \ BSC FIRST PIPE LENGTH 28.5-29.5 N NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. \ 4" SCH. 40 PVC TO 3� SET LEVEL CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES \ I ON PIPE FOR MIN. 349 Route 28, Unit D �n START OF CONSTRUCTION. IF EL. 29t B1 L=12' S=0.02 o \ FOUND OFF a 82 L=26' S=0.02 r , W. Yarmouth, Massachusetts AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE STA 2� B3 L=53' S=0.02 4 SCH. 40 P✓C v+ ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR \ OZ673 3 SHALL NOTIFY THE ENGINEER IMMEDIATELY. w C.o. 508 778 8919 o TOP CHAMBER 27.1 j 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED TOWN OF BARNSTABLE REGULATIONS o 0 0 0 0 o c o 0 0 CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY COMPANIES, AND VARIANCE REQUESTS I=B o 0 0 0 0 o c o 0 0 © 2017 BSC Group, Inc. v REQUIRE SOIL EVALUATOR TO INSPECT 1=D I=G o 0 0 0 0 0 0 0 0 Cl SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. NONE I=E 1=F H SCALE: 1" = 20' N BOTTOM OF EXCAVATION PRIOR TO ANY + :iy I-C DISTRIBUTION 5.1't SEPARATION CHAMBI f \_ ERS mmmml 0 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION j 40 AT (888) 344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. INSTALLATION AND ALSO PRIOR TO FINAL SEPTIC TANK BOX o 10 20 40r BACKFILLING. �' MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED J ESTIMATED S.H.G.W. (BOTTOM OF TEST PIT #2) FILE:...Projects-YAR\5012200\CML\50122-SP.dwg 8i 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR IN THE TRENCH OVER ALL PVC PIPING z USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). DWG. N0: 6453.01 d SHEET 1 OF 1 JOB. NO: 5-0122.00